| 1 | 1 | well ring fixing | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | BI01010001010000000000000515BI0100001114 | 5 | hour |
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| 3 | 1.002 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001115 | 3.462 | cum |
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| 4 | 1.003 | 2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | BI01010001010000000000000515BI0100001116 | 27.695 | cum |
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| 5 | 1.004 | 5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001117 | 9.42 | cum |
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| 6 | 1.005 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001118 | 565.2 | kilogram |
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| 7 | 1.006 | 5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining | BI01010001010000000000000515BI0100001119 | 188.4 | sqm |
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| 8 | 2 | TANK | BI01010001010000000000000515BI0100001120 | | |
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| 9 | 2.001 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001121 | 2.916 | cum |
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| 10 | 2.002 | od1064560/2020_2021 : Laterarite masonry with neatily dressed stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost materials labour charge etc. | BI01010001010000000000000515BI0100001122 | 8.722 | cum |
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| 11 | 2.003 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001123 | 4.48 | sqm |
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| 12 | 2.004 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001124 | 12 | metre |
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| 13 | 2.005 | 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001125 | 1.348 | cum |
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| 14 | 2.006 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001126 | 101.1 | kilogram |
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| 15 | 2.007 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | BI01010001010000000000000515BI0100001127 | 6.348 | cum |
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| 16 | 2.008 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001128 | 15.6 | sqm |
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| 17 | 2.009 | 18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | BI01010001010000000000000515BI0100001129 | 5000 | Litre |
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| 18 | 3 | PIPE LINE | BI01010001010000000000000515BI0100001130 | | |
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| 19 | 3.001 | 50.18.9.6.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2 | BI01010001010000000000000515BI0100001131 | 400 | metre |
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| 20 | 3.002 | 50.18.9.5.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2 | BI01010001010000000000000515BI0100001132 | 80 | metre |
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| 21 | 3.003 | 50.18.9.4.2 : Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2 | BI01010001010000000000000515BI0100001133 | 90 | metre |
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| 22 | 3.004 | 50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 | BI01010001010000000000000515BI0100001134 | 80 | metre |
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| 23 | 3.005 | 18.10.2 : Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall20 mm dia nominal bore | BI01010001010000000000000515BI0100001135 | 11 | metre |
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| 24 | 3.006 | 18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore | BI01010001010000000000000515BI0100001136 | 4 | each |
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| 25 | 3.007 | 18.15.2 : Providing and fixing brass bib cock of approved quality :20 mm nominal bore | BI01010001010000000000000515BI0100001137 | 11 | each |
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